package com.css.zfzx.sjcj.modules.drill.Entity.vo;

import cn.afterturn.easypoi.excel.annotation.Excel;
import lombok.Data;
import lombok.ToString;

/**
 * @Description:
 * @Author: Li Helei
 * @CreateDate: 2021/1/18 10:33
 * @Version: 1.0
 **/
@Data
@ToString
public class QhY08Vo {
    @Excel(name = "id",orderNum = "0")
    private String id;
    @Excel(name = "序号",orderNum = "1")
    private Integer code;
    @Excel(name = "样品编号",orderNum = "2")
    private String specimenCode;
    @Excel(name = "取样深度顶点(m)",orderNum = "3")
    private Double specimenStartDepth;
    @Excel(name = "取样深度底点(m)",orderNum = "4")
    private Double specimenEndDepth;
    @Excel(name = "土层名称",orderNum = "5")
    private String soilName;
    @Excel(name = "密度(kg/m3)",orderNum = "6")
    private Double naturalDensity;
    @Excel(name = "模量比(G/Gmax)剪应变(γ)（10-4×0.05)",orderNum = "7")
    private Double modulusShearStrain005;
    @Excel(name = "模量比(G/Gmax)剪应变(γ)（10-4×0.10)",orderNum = "8")
    private Double modulusShearStrain010;
    @Excel(name = "模量比(G/Gmax)剪应变(γ)（10-4×0.50)",orderNum = "9")
    private Double modulusShearStrain050;
    @Excel(name = "模量比(G/Gmax)剪应变(γ)（10-4×1.00)",orderNum = "10")
    private Double modulusShearStrain100;
    @Excel(name = "模量比(G/Gmax)剪应变(γ)（10-4×5.00)",orderNum = "11")
    private Double modulusShearStrain500;
    @Excel(name = "模量比(G/Gmax)剪应变(γ)（10-4×10.00)",orderNum = "12")
    private Double modulusShearStrain1000;
    @Excel(name = "模量比(G/Gmax)剪应变(γ)（10-4×50.00)",orderNum = "13")
    private Double modulusShearStrain5000;
    @Excel(name = "模量比(G/Gmax)剪应变(γ)（10-4×100.00)",orderNum = "14")
    private Double modulusShearStrain10000;
    @Excel(name = "阻尼比(λ)剪应变(γ)（10-4×0.05)",orderNum = "15")
    private Double dampShearStrain005;
    @Excel(name = "阻尼比(λ)剪应变(γ)（10-4×0.10)",orderNum = "16")
    private Double dampShearStrain010;
    @Excel(name = "阻尼比(λ)剪应变(γ)（10-4×0.50)",orderNum = "17")
    private Double dampShearStrain050;
    @Excel(name = "阻尼比(λ)剪应变(γ)（10-4×1.00)",orderNum = "18")
    private Double dampShearStrain100;
    @Excel(name = "阻尼比(λ)剪应变(γ)（10-4×5.00)",orderNum = "19")
    private Double dampShearStrain500;
    @Excel(name = "阻尼比(λ)剪应变(γ)（10-4×10.00)",orderNum = "20")
    private Double dampShearStrain1000;
    @Excel(name = "阻尼比(λ)剪应变(γ)（10-4×50.00)",orderNum = "21")
    private Double dampShearStrain5000;
    @Excel(name = "阻尼比(λ)剪应变(γ)（10-4×100.00)",orderNum = "22")
    private Double dampShearStrain10000;

    private String dataState;
    private String qualityOpinion;
    @Override
    public String toString() {
        return "QhY08Vo{" +
                "id='" + id + '\'' +
                ", code=" + code +
                ", specimenCode='" + specimenCode + '\'' +
                ", specimenStartDepth=" + specimenStartDepth +
                ", specimenEndDepth=" + specimenEndDepth +
                ", soilName='" + soilName + '\'' +
                ", naturalDensity=" + naturalDensity +
                ", modulusShearStrain005=" + modulusShearStrain005 +
                ", modulusShearStrain010=" + modulusShearStrain010 +
                ", modulusShearStrain050=" + modulusShearStrain050 +
                ", modulusShearStrain100=" + modulusShearStrain100 +
                ", modulusShearStrain500=" + modulusShearStrain500 +
                ", modulusShearStrain1000=" + modulusShearStrain1000 +
                ", modulusShearStrain5000=" + modulusShearStrain5000 +
                ", modulusShearStrain10000=" + modulusShearStrain10000 +
                ", dampShearStrain005=" + dampShearStrain005 +
                ", dampShearStrain010=" + dampShearStrain010 +
                ", dampShearStrain050=" + dampShearStrain050 +
                ", dampShearStrain100=" + dampShearStrain100 +
                ", dampShearStrain500=" + dampShearStrain500 +
                ", dampShearStrain1000=" + dampShearStrain1000 +
                ", dampShearStrain5000=" + dampShearStrain5000 +
                ", dampShearStrain10000=" + dampShearStrain10000 +
                '}';
    }
}
